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Approved Plans - MCU24-0089 & OPW24-0099 · MCU24/0089
Plans and drawings: the text below has words only, no drawings.
FLOOR FRAMING SCHEDULE: APPROVED PLAN
MCU24/0089 & OPW24/0099
MARK SIZE DESCRIPTION
NOOSA COUNCIL
BR1 152x76x6.0 Rectangular Hollow Section Bearer (cantilever) 10 OCTOBER 2024
(Alloy & Temper - 6061/T6)
BR2 200x50x3.0 Rectangular Hollow Section Deck Joist (single + cantilever)
(Alloy & Temper - 6060/T5 or 6106/T6)
DJ1 200x50x3.0 Rectangular Hollow Section Deck Joist (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
SJ1 200x50x3.0 Rectangular Hollow Section Structural Joist (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
TR1 200x50x3.0 Rectangular Hollow Section Trimmer (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
ST1 80x50x6.0 Rectangular Hollow Section Strut
(Alloy & Temper - 6060/T5 or 6106/T6)
C1 315Ø Jetted Concrete Piles Column
NOTES:
1. All floor joists to be at 450mm crs UNO.
NOTE:
All fixings, connectors, plates and angles 315 outer diameter tube.
to be Stainless Steel grade 316 or aluminium Filled with concrete, N50/20.
Provide 6/N12 bars
and R10 helix with 150mm pitch.
NOTE:
All Steel to be protected
as per AS/NZS 2312.1
Approx Broadwater Bottom
Hidden line indicates
NOTE: location of ST1. Typical.
All dissimilar metals to be (Typical)
isolated to prevent corrosion (Typical)
SJ1
TR1
BR1
BR1
BR1
BR1
DJ1
C1
C1
C1
C1
C1
C1
1
DJ (Typical)
SJ1
C1
Cantilevered decking must not
TBC by specilist contractor
SJ
be fixed to revetment wall.
BR2
1
DJ1
(Typical)
BR2
(Typical) 65mm
315 outer diameter tube.
cover
Filled with concrete, N50/20.
C1 Provide 6/N12 bars
C1
and R10 helix with 150mm pitch.
TR1
315mm Ø
Boundary
Pile depth to be confirmed with
specilist contractor and install piles
achieve minimum working loads:
315mm Ø Vertical load capacity - 21kN
Horizontal load capacity - 4kN
Confirm depth with engineer prior to construction
C1 - 315Ø PILE REINFORCEMENT
FOR OVERALL DIMENSIONS OF SLAB AND FOOTINGS, REFER ARCHITECTURAL DRAWING
Issue Made By Date Description PROPOSED NEW JETTY Scale : 1:100 UNO NOTES:
A ML 03/04/24 Issue for construction
at LOT No.16 (#33) WYUNA DRIVE, NOOSAVILLE
REVISION
Job No.: 24-0122 1. Do not scale drawings.
2. Scale is correct at A3.
CLIENT: PONTOON WORKS
Dwg No.: S02 3. Check and verify all dimensions
Designed By : J. SAYERS BEng (Civil) Hons Drawn By : ML Date : 03/04/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 03/04/24 Ph: (07) 5444 5578 Email: [email protected] BEARER & JOISTS LAYOUT
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